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2001-7316 G/I PLATE NU. 1 A A' LEGEND SCALE NI ALLUVIUM HORIZONTAL 1' = 40' PROPOSED FINISH GRADE QIs LAND SLIDE VERTICAL 1' = 20' 160 Tsa SANTIAGO FORMATION Fill — EXISTING GRADE 50 - .- GEOLOGIC CONTACT. Qls 140 QUERRIED WHERE UNCERTAIN QIs Qal 130 `. Qai Qal - Q1s GIs 120 B Bi Fill ,, 170 a PROPOSED RETAINING WALL TYPICAL � tso Is 150 Tsa Qis 140 ? Qal Qal ? 130 Tsa Q1s Qal Tsa Qal 120 Qis Tsa' a Tsa OLIVENHAIN MEADOWS 11 JOB NO. 00-65 3/02 WESTERN SOIL AND FOUNDATION ENGINEERING INC. PLATE, N09 1 : ROCK-LINED OP'nON 8 E +c A�, or TURF LINED � � PROPOSER TRAIL CRM6 ;i (9RM1CiE) ' OVER GEOTE)MLE E)Q Ci•EASSMI "3 PLOTTED PER PRELIMINARY TLE REPORT PREPARED BY CHICAGO TITLE COMPANY OVER DRAINAGE CHANNEL or VIA �N T�. LINING OQN 'f� • k ' I)A 5„ 2OQ1, ORDER NMI. `i 3CfS9117--UK EAIi iT NUMBER I S THE SAME AS THE I'�Elrl ���OVER EXgSTINO DNtT ROAD Tom` R�(N�NM R,' �` NUMB IN 4 �0437IINQ ROAD AM UTILITY EA ENT GRArNIV PER 5�DDOC�.pyRM JJA�N. 11, 1962 As FILE NO.1 9. O.R. ANCHOR EXIS,IM VJIM/AMMrn � ORAN iV DOQ REt APRIL 7, . O.R. ���ynvv.�/".�✓ ! r ` 19134.AS FILE Na.e2lIQO 0 CITY of CA . LSBAD �O Is EUCALYPTUS TREES (BLANKET TRAIL EASEMENT DRITRIII"F1QN �' ELECTRICTY CIRANTED TO SAN DEW GAS 6 EXQSTMM�I FOR TRA'NtSMi�QN AND ao ALONG SUBDIVISION PER M/1P No. 13695) 9= CIOMPANY.PIX* REC. Oa'IOV0 1S. 1673 ASN f�q , 114.73•- 736, Q.R. �, p E+r�IT BE TMNAIr► 1N° SiSzRMTIOIM' i,ECTRIC9Y CiRANT>wq TO SAN o� GAS `d; BOUNDARY vilro 01.0% ' GE DITCH 1�'E�OT `CANY PER lam. �.'�,,1a, �9T"3:AS ' IIMGL73-2B6743. O:R• RELOCATE E�fISTiNO 4 ($ Ipp$ 'E f�dR T11E ANQ tIF fit'LIRA i'TED TO OUVl1NHAIN MUNICIPAL HEADWALL OUTSIDE RELOCATE EIQQPNQ EARTHEM WAT$IR D ] KEPI DOa IL 11X73 AS 1 .�3-�7"i41. o.R. DRAINAGE OUTSIDE 'TRAIL. A �' s of PROPOSED TRAIL D TO DRAINAGE � tz' � `� �' - 0 ; CIuAB TRAIL �T SUBDI ON ARY 8 0 ti '1' I IR 7! AhM '1R)N OF ELEC TRICTY GRANTS TO SAN DIEGO EA�IENT. , ` 1 .. CHANNEL., UNE C HANNND. �1 111IC IRS X•8. 1#���� NCI. �3. QCt. rr 1 ,.. '.,..,. , PER OF T"Y GRANTED TO SAN 0900 GAS �a� 51� 1 '1I'*+" „'70 C?.R. ►rl �t' JO.I '.1'v4 '' .YO THE PAG'IFT!C 18;EPHIONE 8t ,� Q� « � � 1 tafi0_6 41"x, t R. _ 1 1 IT T' WA" f,M MIM TO OUVENHAIN MUNICIPAL TM, 141 ► two 0 d E3 Iwo �. 1' IwMf m "a REVA PEfk om ac, �07. 2fli, 1994 A,$ 13=1410.1994-{IM213. O.R. --------- - -------_---` ___- - -- EXISI_" 9 SEWER PER �IE1 �T,.QKANUD TO THE CITY OF IINOIN ITAS FOR HIGHWAY PURPOSES PEA! DOC. REC. FIEPT. 27. 1994 CENITEX`ZXTENSIQN 5 UNDER TRAIL �' F �: r 91-TC ; 1g EXOS!11NiQ u� AMT ft+R THE BENEN?IT OF LOT 11 NAP 13952 PER Doc. Na.oO-69NE21l4 REC. it-o2-oa � Ck 6 NO SCALE I / � �/ .�ioCD•�-YrA.A�R LINES lJ 16 N v OF INUNDATION LE * 1. PLACE 3 ANCHORS PER SQUARE YARD OF MAI�TERIAL.. r, La-145I T-2 r PAD-140 �t�N 4P 12' 2. FOR i�'WK--LINED OPTION. INSTALL' -0'EOT ,' WOM [] PAVED STREET SEWN MANHOLE .. a54 C.c. _ . K aet G.C. EAST MONOFILAMENT GEoTExxt NON. 117F Or:EQUAL) ASPHALT' DICE (ROLWVER) WATER VALVE & C �' dRAVII3 T DN>IvftwAY. ARE HYDRANT ON CONCRETE PAD / , ,, 3. FOR GRASS or TURF OPTION, INSTALL LANDLOK [ CONCRETE CURB a CRITTER Q 1�IrTAL GUAR PORT TF�M 4�0 TURF REINFORCEMENT MAT. f CONCRETE CAT014-BANN WRI/INLET HYDRANT C F [ CONCRETE HANDICAP' AC�IW � N1xKR JUNCTION BOX r - ASPHALT DNlE `•r. b' MT FL FLOW4WE 1 �� —+r.••w• A' 'TE HIEAII/rI w WALL .,.,.....�..�...... PROPERTY LINE 4 5 9 1 ,1 2:1. �� 24' METAL DRA1>'I PEE 120 10' CONTOUR LINE LABELED PRCIP09ED s' } RM�RM (STCIN!!:i) 114 'Ili& EASDKNT ' 1 A - 3t 1 SDI 2 CONTOUR LIME 11 � DRAINAGE DITCH ...._.UT-^-- � T � LINE --- , • --- : uNli wA . O ., ► •ow ELEVATION' + ' 1#CX �r�j rat � l ' PAD-150 PApr•136 * a64 G.C. `- A i-6 136 13lt 3 CY INLETS NU': i , 12' fia. ,, i HEAVY, C. pr 5?AwIPA r CULVERT SAO POINT OF TOPOGRAPHIC HELD SURVEY PERFORMED 11EPTE OER 22 ,c 2e, 2000. 13b r ASPHALT TRAIL VIA W FELld1'A TO DRAIN F CONTOUR INTERVAL EOUALS 2 FEET. HIGhLIGHTO AT 10' INTERVAL B t3s w � DUSTING CNP INTO QCTI MSiON BASIN 1F1>S NAP IS NOT A BOUNDARY S'UR'LY OF THE PROPERTY. BEARINGS. `, C F DISTANCES AND CURVE DATA OF THE PROPERTY BOUNDARY LINES AND ro' 1 ��''�. � ti� '�•1 F1LL ,� THE"EASEMgNTS ARE PER MAPS 13912 & 13952. 1p,/�f .•�•........." TIE NEW SICWER' BENCHMARK FOR THIS SURVEY IS THE TOP OF 20 IRON PiPE W/DISC r-"") , �---'^""- , INTO EXIST M.H. STAMPED '813 CO ENCi $URV MGN HOR OONT iWF1. !ICY-1-1'. HEAVY BRUSHED 19TH , --; UT 5 CCS NAD 83 STA 0060 001 Ot. E�LEVATiON IIII&S3'. PC Iti w Pg. a ' w RAMPS b CU,RBSt. 1 v ._- ..._..._---uT--- Vi ri` rr , ' *ROPO� 8° SEWER mom -- .� S 16Tt PROPOSED 50' p 1 S 00' PUBLIC R 4 W.. F AREA WATIIxR, � FDR li P1IR tl Be .Tn ON VALL It MOVM' ON rd 1 GRADI N'O PIA 1L z7 L � � P , y'a FINAL tQ7 5 L -PAD•tp0 'A 14±3_ P' �+"L30 ` AtN'PRCNiATE LIAHT'S . ""...•�• t1 INUNDA arl�X Q.«. o.eq .. . s 4,«., T-9 , `� 1 T-6 14 TRAIL EASEMENT , PROP4a D 1r 1 T-4 '" © T g 4+ t ►. .,. lay (n REMOVE EXISTING A.C. BERM e� CvN$TRUCT GRAPHIC SCALE OUT �I� E �° 40 0 0 40 _ 120 FRONTAGE Of ' 1 NOTE; PARKING ON ONE SIDE ONLY DESERT ROSE WAY T-5 T-7 ,'t 1'' R CR � t0 A' R +� 2:1 FILL t7 (IN FEET) • C F T4:1 ALL CI art SI.OPtE F ,` 1 '-''' = 1 INCH CH 40 FEET « REFER TO CONCEPTUAL LANDSCAPE Ic SITE PLAN �� � 144 t U. ,.•._..•�.-....._C "" ` FOR ADDITIONAL INFORMATION. `; « ALL TRAILS TO BE IMPROYM TO AN 8-FOOT TREAD 1 *' �r WIDTH 1MTH D.G. SURFACE, ALONG WITH D.G. �; - 'PROP 26 ^SEWER MANHOLE A A 4 9 LPAD-160 ,T 6 PAD x142 •- TOP ELEV+s ,24.50' STABILIZER. � � .,. � PAD+Pt� �1lIFFIE`R • ALL TRAILS To BE QcN1:TRUCTD PER CITY of ,1 LOTH O - o TRAIL GEOLOGIC CROSS SECTION SEE PLATE 1A E:NCIN ITAS TRAIL OTANDARDB. Gary c F DIP► JA IM « Di11VEN�AY ASPHALT.. TO jai KX EL HEAVY � P.C.C. A►iI J1IlD 1 CIt�MtAli ON !MOUTH �' VIA DI Ft!D,IdTA --.-- C F � CONN�TC! R�IlCPO� : TRAIL E81IAT, APPROXIMATE LOCATION OF EXPLORATORY TRENCHES `* • OD PROPERTY. mES p 1i :`y { ui ° �' ILL I -- -- iQlr� ... .— 215,* �a ' _ JOB NO 00-65 3102 "� ► '' l �;� -L-w-- _: ... �. .. -N � •,r 63�.I „ . - 5 WESTERN • I . o ° ADO AREA DRAIN 1t _-=----- °^-"-' _ ATE MW DITCH PER D-7'S. . TIE INTO BROW DIiCHI - SOIL AND FOUNDATION ENGINEERING INC. REMOVE EXISTING BROW DITCH OVER MAP ND. f39S2 LOTS 6 & 7 Ie RELOCATE AS SHOWN E • Civil Engineering ,�w A ��y • LaM4 tannin tur AM Stro '01 "'. I'ivt� F� X 132 .N. El Camino .Real, Suite N - Encinitas, CA 92024 cJ`t' Phone 760- 510-3152 a n- C)ATE. 11--20--1? : , R N AF'I�t .; D DATA F�"�',.R O A 'I : I'� . P N D , , >. F C M � E E` R IBS N .��� C I-. � , TOP M rAtALJ�� IN �'ii8 �: U .C� THE. �� � ,. girls Q v�` era , . � � .. i. .. , � COR NT E F�i'1' i. • .: :.s i:y_ ;' i.;: ,..,: .... ,.. • FE'S` A .::. ,. . . �AMiN4 QC!ir NO.RT� ANi� SANYA FE _ r � ,t. , , ie:. • : : ,,. _ ,'.' ,. *4:. fir: .<. ;: 10, . 23 >�H@ A G r . ..<. t, F�Ap �►►EISt' OF' T 9, .r. .: .. .. . By F EL DAM .:; .. - .. DOG �, N : 1 �1 T u x L1 Y - »; , _ , :.: ,.,r. .,.. , •d,., ,. a.: